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Worksheet for Soction 2O-1v <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.06940 fttft <br />Discharge: 213 Pets <br />Options <br />Current Roughness Weighted Methc Improvedlotters <br />Open Channel Weighted Roughnes: tmprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient. <br />0.035 <br />Water Surface Elevation: <br />5407.98 <br />ft <br />Elevation Range: <br />5407 55 to 5409.65 It <br />Flow Area: <br />0.75 <br />ftz <br />Wetted Perimeter: <br />3.60 <br />It <br />Top Width: <br />3.45 <br />ft <br />Normal Depth. <br />0.43 <br />ft <br />Critical Depth: <br />0.51 <br />ft <br />Critical Slope: <br />0.02977 <br />ft/ft <br />Velocity: <br />3.93 <br />ft/s <br />Velocity Head, <br />0.24 <br />It <br />Specific Energy: <br />0.67 <br />ft <br />Froude Number. <br />1.49 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0+001 (0+1 1, 0.035 <br />5408 69) 5409 65) <br />Section Geometry <br />Station Eievation <br />0 +00 5408.69 <br />0 +07 5407.55 <br />